کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
305171 | 512862 | 2007 | 13 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils Two-dimensional development of the dynamic coupled consolidation scaled boundary finite-element method for fully saturated soils](/preview/png/305171.png)
چکیده انگلیسی
The scaled boundary finite-element method is a powerful tool used to analyse far-field boundary soil–structure interaction problems. In this paper, the method is extended to include Biot's coupled consolidation in order to deal with fully saturated soil as a two-phase medium. The advantages of this method are explained in this paper. The detailed formulation considers the general two-dimensional (2D) analysis case, accounting for body forces and surface tractions in both bounded and unbounded media.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soil Dynamics and Earthquake Engineering - Volume 27, Issue 2, February 2007, Pages 153–165
Journal: Soil Dynamics and Earthquake Engineering - Volume 27, Issue 2, February 2007, Pages 153–165
نویسندگان
Mahmoud Hassanen, Ashraf El-Hamalawi,